
p r o g r a m  I S O _ 1 9 9 0 5 _ 1   w32 version 00.11     
------------------------------------   at 12:28:34 on 07-JUN-2024
jackup leg penetration assessment during preload according to ISO 19905-1 (2016)
(c) S.Kay Consultant, Leiderdorp, The Netherlands.
Please read the ISO_19905_1 Users Manual [ref SKA/MAN/001]
        and the ISO_19905_1 FAQ File     [ref SKA/FAQ/001].

DC01_SON_CPT001LB_ENSCO                 

out_sp_pen_sub: < --- BEGIN
 -------------------------------------------------------------------
 load spread factor #=    1; load spread factor =  4.00    
 (#rows QV_FMODE summary results=   28)
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------
 0.100      4.70      0.00      1.60      4.60       GSS
  4.70      5.10      1.60      2.00     0.400       PTC>GSS
  5.10      6.20      2.00      3.10      1.10       GSS
  6.20      6.70      3.10      3.60     0.500       PTS>SQC
  6.70      8.90      3.60      5.80      2.20       PTS>PTC>PTS>GSC
  8.90      9.60      5.80      6.50     0.700       PTC>PTS>GSC
  9.60      10.4      6.50      7.30     0.800       PTS>GSC
  10.4      11.7      7.30      8.60      1.30       GSC
  11.7      16.2      8.60      13.1      4.50       SQC
  16.2      16.4      13.1      13.3     0.200       PTC>PTS>PTS>PTS>PTS>PTS>PTS>PTS>SQC
  16.4      16.5      13.3      13.4     0.100       SQC
  16.5      16.7      13.4      13.6     0.200       PTC>PTS>PTS>PTS>PTS>PTS>PTS>PTS>SQC
  16.7      16.8      13.6      13.7     0.100       SQC
  16.8      17.0      13.7      13.9     0.200       PTC>PTS>PTS>PTS>PTS>PTS>PTS>PTS>SQC
  17.0      17.1      13.9      14.0     0.100       SQC
  17.1      17.3      14.0      14.2     0.200       PTC>PTS>GSS
  17.3      18.1      14.2      15.0     0.800       PTS>GSS
  18.1      18.8      15.0      15.7     0.700       GSS
  18.8      18.9      15.7      15.8     0.100       PTS>PTS>PTS>PTS>PTS>PTS>SQC
  18.9      19.1      15.8      16.0     0.200       GSS
  19.1      19.8      16.0      16.7     0.700       PTS>GSS
  19.8      21.4      16.7      18.3      1.60       GSS
  21.4      21.5      18.3      18.4     0.100       PTS>PTS>PTS>GSS
  21.5      22.3      18.4      19.2     0.800       PTS>PTS>GSS
  22.3      23.2      19.2      20.1     0.900       PTS>GSS
  23.2      24.3      20.1      21.2      1.10       GSS
  24.3      24.4      21.2      21.3     0.100       PTC>GSS
  24.4      30.0      21.3      26.9      5.60       GSS
 -------------------------------------------------------------------
  from      to        from      to     thickness             
  z_tip     z_tip      D         D         T        Qv_fmode 
   [m]       [m]      [m]       [m]       [m]        [-]     
 -------------------------------------------------------------------

iso_19905_1: nlines_errors  :    0
iso_19905_1: nlines_warnings:   11

WARNING. gmdata: soil layer # 5; BDEN=8.00 kN/m^3 is inconsistent with PHI=30.00 degrees.
WARNING. gmdata: soil layer # 7; BDEN=7.75 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 8; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 9; BDEN=10.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 9; BDEN=10.00 kN/m^3 is inconsistent with PHI=27.50 degrees.
WARNING. gmdata: soil layer # 10; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 11; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 13; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. gmdata: soil layer # 14; BDEN=6.50 kN/m^3 is inconsistent with SU_TOP=55.00 kPa.
WARNING. gmdata: soil layer # 15; PHI < 20 degrees [ISO 19905-1 Table A.9.3-3].
WARNING. spfdat: number of soil layers NUMSL > 10 in top 1.5B [?simplify ground model].

 < P_spud                [kN]:   66910.00    
   load spread factor #=    1; load spread factor =  4.00    
   is_PT_occurring      [t/f]:         T
   z_tip_start_PT         [m]:       6.01    
   z_tip_end_PT           [m]:       11.6    
   PT_height              [m]:       5.64    
 > z_tip_penetration      [m]:       11.6    
out_sp_pen_sub: END --- >


input   file: "JOB.I01"
output  file: "JOB.O01"
iso_19905_1: normal program end
